izpis_h1_title_alt

Jeklen most s poševnimi zategami čez reko Krko v Irči vasi : magistrsko delo
ID Štupar, Blaž (Author), ID Sinur, Franc (Mentor) More about this mentor... This link opens in a new window

.pdfPDF - Presentation file, Download (8,38 MB)
MD5: E651E888F78956ABA900AEEFE50FD6BD
PID: 20.500.12556/rul/d756a477-2393-4dab-8a40-eeaeab1e1e11
.pdfPDF - Appendix, Download (21,03 MB)
MD5: 481854902C9DBFB07FA283802F70C1C9
PID: 20.500.12556/rul/31dd3880-a1c4-4fb5-9a7d-ba7eb0e21902

Abstract
V magistrskem delu je prikazan potek od zasnove do dimenzioniranja jeklenega mostu s poševnimi zategami čez reko Krko v Irči vasi. Prekladna konstrukcija je zasnovana kot prostorsko paličje sestavljeno iz okroglih votlih profilov, ki poteka v »S« krivini in je podprta asimetrično z jeklenimi zategami na zunanjem radiju »S« krivine. Preko zateg se obtežba iz prekladne konstrukcije prenaša na dva pilona. Glavni vplivi na celotno konstrukcijo so določeni z evropskimi standardi Evrokod, po katerih se je tudi izvedla statična ter potresna analiza.

Language:Slovenian
Keywords:gradbeništvo, magistrska dela, most, brv, zatega, jeklenica, obremenitve, prednapetje, pilon
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[B. Štupar]
Year:2016
Number of pages:XX, 182 str., 3 pril.
PID:20.500.12556/RUL-88508 This link opens in a new window
UDC:624.014.2:624.21(043.3)
COBISS.SI-ID:7879009 This link opens in a new window
Publication date in RUL:16.01.2017
Views:3168
Downloads:1140
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:Steel cable-stayed bridge over river Krka in Irča vas
Abstract:
The thesis shows the course of process from design to dimensioning of the steel cable-stayed bridge over river Krka in Irča village. The superstructure is designed as a space-truss made up from cold formed circular sections, which horizontal path takes place as an »S« curve and is supported by assymmetricly positioned cable-stays on the outer radii of the »S« curve. The load from superstructure is transfered trough the cable-stays onto two pylons. Main effects on the bridge are specified accordingly with the european standards the Eurocodes, by which the static and seismic analysis was calculated.

Keywords:civil engineering, master of science thesis, bridge, footbridge, cable-stay, wire rope, steel, load, prestress, pylon

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back